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100+ Free MPPSC SES Civil Practice Questions

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2026 Statistics

Key Facts: MPPSC SES Civil Exam

150 MCQs

Total questions in the written exam (50 in Part A, 100 in Part B)

MPPSC SES Official Notification

+3 / -1

Marks per correct answer and penalty for incorrect responses

MPPSC SES Marking Scheme

3 hours

Total exam duration (180 minutes)

MPPSC SES Syllabus Guidelines

40% / 30%

Section-wise minimum qualifying percentage for General and MP reserved categories

MPPSC SES Cutoff Rules

50 Marks

Weightage of the personal interview stage following the written exam

MPPSC SES Recruitment Process

MPPSC SES Civil is an objective OMR-based exam for Assistant Engineer recruitment. The 3-hour exam has 150 MCQs (Part A: 50 GK, Part B: 100 Civil Eng) with a marking scheme of +3 for correct and -1 for incorrect answers.

Sample MPPSC SES Civil Practice Questions

Try these sample questions to test your MPPSC SES Civil exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1According to IS 456:2000, what is the target mean compressive strength of M25 grade concrete mix if the standard deviation is 4.0 N/mm²?
A.31.6 N/mm²
B.29.0 N/mm²
C.25.0 N/mm²
D.33.0 N/mm²
Explanation: The target mean compressive strength is calculated using the formula f_cm = f_ck + 1.65 * S, where f_ck is the characteristic compressive strength and S is the standard deviation. Substituting the values: f_cm = 25 + 1.65 * 4 = 31.6 N/mm².
2In the working stress method of design, what is the value of the modular ratio (m) for M20 grade concrete, where the permissible compressive stress in bending (sigma_cbc) is 7 N/mm²?
A.13.33
B.18.67
C.10.99
D.15.25
Explanation: The modular ratio m is defined by IS 456:2000 as m = 280 / (3 * sigma_cbc). For M20 concrete, sigma_cbc is 7 N/mm², which yields m = 280 / (3 * 7) = 13.33.
3According to IS 456:2000, the short-term static modulus of elasticity of concrete (Ec) in N/mm² is estimated as which of the following?
A.5000 * sqrt(f_ck)
B.5700 * sqrt(f_ck)
C.5000 * f_ck
D.700 * sqrt(f_ck)
Explanation: IS 456:2000 clause 6.2.3.1 defines the short-term static modulus of elasticity of concrete as E_c = 5000 * sqrt(f_ck), where f_ck is the characteristic strength of concrete.
4What is the characteristic flexural tensile strength of M30 grade concrete according to IS 456:2000?
A.3.83 N/mm²
B.3.00 N/mm²
C.4.50 N/mm²
D.5.20 N/mm²
Explanation: The flexural tensile strength of concrete is calculated using the formula f_cr = 0.7 * sqrt(f_ck) according to IS 456:2000. For M30 concrete, f_cr = 0.7 * sqrt(30) = 3.83 N/mm².
5What is the minimum area of tension reinforcement required in a concrete beam of width 300 mm and effective depth 500 mm if Fe 415 steel is used?
A.307 mm²
B.361 mm²
C.250 mm²
D.415 mm²
Explanation: The minimum steel reinforcement area is given by A_s / (b * d) = 0.85 / f_y. Substituting the given values: A_s = 0.85 * 300 * 500 / 415 = 307.2 mm².
6For a reinforced concrete beam with an effective depth of 400 mm, what is the maximum permissible spacing of vertical shear stirrups according to IS 456:2000?
A.300 mm
B.400 mm
C.280 mm
D.450 mm
Explanation: According to IS 456:2000, the maximum spacing of vertical shear reinforcement must not exceed 0.75 * d or 300 mm, whichever is less. For d = 400 mm, 0.75 * 400 = 300 mm, which matches the 300 mm limit.
7What is the recommended effective length of a compression member (column) that is effectively held in position at both ends but not restrained against rotation?
A.1.00 L
B.0.65 L
C.0.80 L
D.2.00 L
Explanation: According to IS 456:2000, a column that is effectively held in position at both ends but not restrained against rotation has a theoretical and recommended effective length equal to its unsupported length, which is 1.00 L.
8For an unsupported length of 3000 mm and lateral dimension of 400 mm, what is the minimum design eccentricity for a column as per IS 456:2000?
A.20.0 mm
B.19.3 mm
C.15.0 mm
D.25.0 mm
Explanation: The minimum design eccentricity is calculated as L/500 + D/30, which is 3000/500 + 400/30 = 19.33 mm. Since IS 456:2000 specifies that the minimum eccentricity must not be less than 20 mm, the design value is 20.0 mm.
9A prestressed concrete beam is post-tensioned using a single tendon. What is the loss of prestress due to the elastic shortening of concrete?
A.Zero
B.m * f_c
C.0.5 * m * f_c
D.2 * m * f_c
Explanation: In post-tensioned members with a single tendon or multiple tendons tensioned simultaneously, the concrete shortens elastically before the tendon is anchored. Therefore, there is no relative movement after anchoring, and the loss due to elastic shortening is zero.
10What is the shape factor of a rectangular cross-section in plastic analysis of steel structures?
A.1.50
B.1.12
C.1.70
D.2.00
Explanation: The shape factor is the ratio of the plastic section modulus (Z_p) to the elastic section modulus (Z_e). For a rectangular section, Z_p = b * d² / 4 and Z_e = b * d² / 6, giving a shape factor of Z_p / Z_e = 1.50.

About the MPPSC SES Civil Exam

The MPPSC State Engineering Service (SES) Civil Engineering exam is a prestigious state-level recruitment examination for the post of Assistant Engineer (AE) in various Madhya Pradesh government departments (PWD, WRD, PHE, etc.). The written exam contains an objective written test stage followed by a personal interview of 50 marks. This practice test bank contains exactly 100 high-quality technical questions mapped to the Civil Engineering syllabus (Part B), complete with step-by-step explanations and wrong-answer analysis to build concepts, speed, and accuracy.

Assessment

The MPPSC State Engineering Service written exam consists of a single objective paper with 150 questions to be answered in 3 hours (180 minutes). The exam is split into Part A (50 questions on General Knowledge of MP, India, and the World, and ICT) and Part B (100 questions on Civil Engineering). Each correct answer is awarded 3 marks, and 1 mark is deducted for every incorrect response.

Time Limit

3 hours (180 minutes)

Passing Score

Minimum qualifying marks are 40% in each section (Part A and Part B) for General category candidates, and 30% for SC/ST/OBC/PWD candidates of MP.

Exam Fee

₹500 for General and out-of-state candidates, ₹250 for SC/ST/OBC/PWD candidates of MP. (Madhya Pradesh Public Service Commission (MPPSC))

MPPSC SES Civil Exam Content Outline

30%

Structural Engineering

Structural Analysis, Concrete Design (IS 456), and Steel Design (IS 800).

25%

Fluid Mechanics & Water Resources

Fluid mechanics, open channel hydraulics, pumps/turbines, hydrology, and irrigation.

15%

Geotechnical Engineering

Soil properties, seepage, consolidation, shear strength, and foundation design.

15%

Environmental Engineering

Water treatment, sewage treatment, municipal waste, and air/noise pollution.

15%

Transportation & Construction Management

Highways, railways, airports, and construction planning using CPM/PERT.

How to Pass the MPPSC SES Civil Exam

What You Need to Know

  • Passing score: Minimum qualifying marks are 40% in each section (Part A and Part B) for General category candidates, and 30% for SC/ST/OBC/PWD candidates of MP.
  • Assessment: The MPPSC State Engineering Service written exam consists of a single objective paper with 150 questions to be answered in 3 hours (180 minutes). The exam is split into Part A (50 questions on General Knowledge of MP, India, and the World, and ICT) and Part B (100 questions on Civil Engineering). Each correct answer is awarded 3 marks, and 1 mark is deducted for every incorrect response.
  • Time limit: 3 hours (180 minutes)
  • Exam fee: ₹500 for General and out-of-state candidates, ₹250 for SC/ST/OBC/PWD candidates of MP.

Keys to Passing

  • Complete 500+ practice questions
  • Score 80%+ consistently before scheduling
  • Focus on highest-weighted sections
  • Use our AI tutor for tough concepts

MPPSC SES Civil Study Tips from Top Performers

1Thoroughly study IS 456:2000 (Concrete) and IS 800:2007 (Steel) as structural design questions frequently refer directly to standard code clauses and values.
2Practice numerical problems in soil mechanics (void ratio relations, consolidation time factor, bearing capacity) and fluid mechanics (specific energy, pipe losses, hydraulic jump).
3Revise Madhya Pradesh history, geography, and current affairs regularly for Part A, as it carries a substantial weight of 150 marks.
4Get familiar with PERT and CPM network calculations (float, expected time, critical path) which are highly scoring in the construction management section.
5Solve mock tests with a timer to balance speed and accuracy, keeping the negative marking (-1 mark) in mind.

Frequently Asked Questions

What is the exam pattern for MPPSC State Engineering Service (Civil)?

The written exam consists of one paper containing 150 multiple-choice questions (50 from General Knowledge of MP, India, World, and ICT in Part A, and 100 from Civil Engineering in Part B). The total exam duration is 3 hours.

Is there negative marking in the MPPSC SES exam?

Yes. Each correct answer carries 3 marks, and 1 mark is deducted for every incorrect response, representing a 1/3rd negative marking scheme.

What are the educational eligibility criteria for MPPSC AE Civil?

Candidates must possess a Bachelor's degree in Civil Engineering (B.E. or B.Tech) from a recognized university, or an equivalent engineering qualification like AMIE.

What is the application fee for MPPSC SES?

The application fee is ₹500 for General category and out-of-state candidates, and ₹250 for SC, ST, OBC, and PWD candidates residing in Madhya Pradesh. An additional ₹40 portal fee applies to all online applications.

What is the qualifying criteria for MPPSC SES?

Candidates must score a minimum of 40% marks separately in Part A (General Studies) and Part B (Engineering subject) for General category. Reserved category candidates of MP must score a minimum of 30% in each part.